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Home My WebLink About21-2695Contractor: BK8|LUC Permit pe: Mobile Home Name: SIXTH AVENUE LI-C Address: g1rvvWashington mw316 City of Z�^phyrh~Nls IN- 5335Eighth Street Zephyrhi|hy.FL33542 )BILE HOME-002695-20 Phone: (813)780-OO20 Issue Date: 09/13/2021 Fax: (813)7B0-UU21 Permit Type: Mobile Home Class ofWork: Mobile Home (Repla*amemV Building Valuation: $*e.100.00 Electrical Valuation: Mechanical Valuation: Plumbing Valuation: Total Valuation: m4g.1Vo.00 Total Fees: ooVnzm Amount Paid: $200.00 Date Paid: 9/13/2021 10:36:49AM REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRAC;T;OIGNATURE PEfAIT OFFICE() PERMIT E ES IN 6 MONTHS WITHOUT APPROVED INSPECTION 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Owner's AddressN Riverside Plz, STE 800 Chicago, IL 60606 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS 5553 L�arSt. �Zeh �rhllls, FL �33540LOT # 56 SUBDIVISION Sixth Avenue PARCELID#F —12-26-21-002B-00500-000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL Mobil HOltle DESCRIPTION OF WORK lnStaiiation of neW mobile home With electric, plumbing and AC connection, BUILDING SIZE SO FOOTAGE �96HEIGHT E—,?]BUILDING $ 45,000,00 VALUATION OF TOTAL CONSTRUCTION [;Z]ELECTRICAL AMP SERVICE 150 PROGRESS ENERGY W.R.E.C. 1,000.00 DUKE F2!]PLUMBING -2 [;?]MECHANICAL 2300.00 VALUATION OF MECHANICAL INSTALLATION , GAS ROOFING E::] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES S BUILDER —COMPANY BIVII LLC SIGNATURE: REGISTERED Y/ IN FEE CURREN Y/N Address 9931 Old Lak land Hwy, Dade City, FL 33525 License# I IH/1025370 ELECTRICIAN r COMPANY Electric Works SIGNATURE REGISTERED CU�RREN�� Address 1860--10 'US Hwy 1 -Leesburg, FL 34�788 License # PLUMBER COMPANY A Better Plumber Inc. SIGNATURE i IL J,�J REGISTERED Y/ IN FEE CURREN Y/ -Z T — F---_� Address 581 N. Park A #15-38 Apopka, FL3270 License # MECHANICAL COMPANY [:Air Techs of Volusia LLC SIGNATURE REGISTERED YI N FEE CURREN Y/N Address PO Box 1266 New Smyrna Beach, FL 32170 License # CAC 1815110 OTHER COMPANY E SIGNATURE REGISTERED ;;�F�EE.URREI Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans, (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 clumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. *-PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Rerools if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances, CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses, Army Corps of Engineers -Seawalls, Docks, Navigable Water -ways, Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "W unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. Arm IWL6111111 10 11 -go 11,14JEWOMMIMIZE 2 110MOL" I Z OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this Subscribed and sworn L9,4op, fflow ,) fore me this by 8/4/21 BJ Booker Who isiare personally known to me or has/have produced Who istare personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. c6im-mission No. HH155655 Q4 Tim0thyJQ11a__Ko er Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped TWOTHY .Ot-�, ,CER mz,. Notary Public c ,f Florida . Commission 155655 Ay Comm, Exci,o,_ _4i 19. 2025 Bonced t^rcugh Naticra, vcsary Assn. Parcel ID 12-26-21-0028-00500-0000 (Card: 1 of 2) Classification 02800-Pkg Lot (Comm) Mailing Address Property Value SIXTH AVENUE LLC Just Value $2,612,576 C/O MHC OPERATING LTD PTNRSHIP Ag Land $0 2 N RIVERSIDE PLZ STE 800 Land $2,573,699 CHICAGO, IL 60606-2682 Building $26,258 Extra Features $12,619 Physical Address a See All 141 addresses 5542 ANNETTE STREET, Non -School School ZEPHYRHILLS, FL 33542 Assessed $2,584,100 $2,612,576 39345 6TH AVENUE, Homestead Exemption -$0 -$0 ZEPHYRHILLS, FL 33542 Additional Exemptions -$0 -$0 k- al Qescriptlon (First 200 characters) See Plat for this UbdiVB�li�l't Taxable Value $2,84,1110 $2,612,576 Warning: A significant taxable value increase may occur when sold. ZEPHYRHILLS COLONY COMPANY LANDS Click here for details and info. regarding the posting of exemptions. PB 2 PG 16 THAT PART OF TRACT 4 LYING WEST OF RR IN THE SW1/4 OF NE1/4 AND THAT PART OF TRACT 5 LYING WEST OF RR AND ALL OF TRACT 6 IN SE1/4 OF SE1/4 OF NW1/4 AND TRAC[...] Jurisdiction CITY OF ZEPHYRHILLS Community Dev District N/A Land Detail (Card: 1 of 2) Dine Use Code Description Zoning Units 'Type Price Condition Value 1 0210C RMHPCL3- Trailer Park OOM2 135.00 UN $21,505.00 0.85 $2,467,699 2 0220M RRVPCL3- RV Park OOM2 4.00 UN $26,500.00 1.00 $106,OOO Additional Land Information Acres Tax Area FEMA Code Sinkhole Neighborhood Code(s) Status 13.38 30ZH X None Reported RRVP - RMHP View Sketch Building Information s Use 7700-Clubs, Lodges, Halls (Card: 1 of 2) Built 1967 Stories 1.0 or all 1 Concrete or Cinder Block FRoof Exterior all 2 None Structure Gable or Hip oof Cover Asphalt or Composition Shingle or Wall 1 Masonry or Minimum Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 None Fuel Gas Heat Forced Air - Not Ducted /C Window Unit Baths 2.0 Line Code Description S. Feet Value 1 BAS01 LIVING AREA 1,924 $24,102 2 CAN01 CANOPY 100 $376 Extra Features (Card: 1 of 2) Line Code Description Year Units Value 1 CDWC CONCRETE DRIVEWAY 1954 200 $99 2 CSHUFFLE SHUFFLEBOARD 1967 1,600 $600 3 CCANOPY CANOPY 2005 1 $408 4 CPVCFSF PVC FENCING (SF) 2017 3,972 $10,268 5 CPVCFLF PVC FENCING (LF) 2017 285 $1,072 Sales History Previous Owner: MERKLIN BRYAN A & MERKLIN NANCY L SIXTH AVENU 39345 6th Ave. I Zephyrhills, FL 33540 (813) 602-8588 myMHcommunitYC0F1,'-1.11. 5612 5611 #125 #124 5600 -5603 #126 :4123 4127 #122 5545 #128 #121 5532 5539 #129 #120 5531 #130 5535 #131 5610 #13 560 6 '-#14- 5600 415 5552 #16 ii;4 16 417 5-540 #18 5536 #19 5532 #20 5524 #22 5518 #23 5512 #24 5605 #11 5601 #10 5549 #9 5543 #8 5539 #7 5,531 -3 46 5529 45 5523 #4_ 5519 # 3 5513 # 2 5509 #1 5600 #34 5550 #33 555-411 432 55 3 8 #31 5534 #30 #29 5522 #28 5", 8 #27 5512 #26 5508 #25 5603 #35 t2 5 b 1 #36 15 547 #37 5541 #38 5 53 -17 #39 Me 5531 -#41 5527 #42 5521 #43 5 515 #44 5506 5507 #132 #133 0 5548 #52 5542 451 5':-';' 3 8 #50 5534 #49 M #57 5543 -#58 5539 #59 5535 #60 LEGEND Clubhouse If Shuffleboard UHorseshoes Bathhouse/Laundry El Office Address LL23J- Lot Number I.. 5542 471 5603 #75 5553 476 5547 #77 5543 #78 5554 1-19458 #115 39457 5548 139462 #113 39459 5542 4112 4102 39461 #103 39463 #110 5534 #1 71 5528 5F, -r52) '9A 8 5531 448 461 I #68 #81 5524 5525 5524 1 5527 #47 #62 #67 #82 5520 151 C5 1 r9l 5520 5523 #46 463 466 #83 5514 5515 5514- 5515 445 #64 #65- 484- -201 Scale 1" I m in w um 112.77' 76.94' 12�4 4t3 581 17�G 2038 1 t4'L5 afEazc:acerao SERVICE L1R4r^ iEGE11D a 38 9 4 /2' DE 1 a 4 a -__.___ _ ....__..,..,....--.r_..._—_—_ TYPICAL FRAME SUPPOR f PIERS 1 + y 1 REV.-%/30/2020 1 2:46 PM so F _ 8- J "On. ($TO F tL J, Installer : BMI. LLC Mobile Home Permit-Warksheet R�- ��F Address of home being installed WNW Manufacturer —Lenqthxwidih NOTE. ithomffs-a si0 ngl&1#106:1111 out one bliff-Cif thv'-bf0V1dn9.,p1ivn bMSCannotbe used on any home(new-or use I understand Lateral Arm:$VstL i4 In. where the sidewall ties eXceed d) 5 ;; TVpical pier spa Installers initials BB 7' ! lateral Permit Number: New Home El Used Home El Year Built: Home installed to the M=WaCturees Installation Manual Home4s1ristalled accordance with Rule,15-C rark M ■ Single wide It Wind Zone 11 Wind Zone 111 0 Double wide 0 Installation Decal # Triple/Quad 0 Serial # PIER SPACING TAeLr= FOR USED HOPAES, I�bearn Pier pad tize 17.5 X 2&5 Perimeter pier pad size Other.13fiBr-Pad sizes 16 x 18 .(required bv the mfg.) -------- Doors / Windows is MlDraw4he,approyjmate localtio0s. ma wall V001*1104-4dat-or qraolej. Use List:aII:maffjaq0-.WaIj openings greatbr-than 4:1b and'Ifielt 01617��iia sizes- beI6�,. ' Opening Pier Pad SIZ . . ... ...... DOVc& (,LSD) Manpjac I -On , turer Home Pride -qlf!�IyLnej 1OWFUMa urer Home Pride -,04= 1 cy Z C:�9C�HORS 4 it x 5ft L�E�MES within Z Of end Of home Spaced at V 470c 0�� Sidewall Number Longitudinal Maffiaqe wall Sheatwell - The Pocket penetrometer tests -are rounded down to 2000 psf or check here- to, declare 1000-lb. soil without lasting POCKET PENETROMETER TESTING METIjOD 1 - Test the Perimeter Of the home at 6 locations. 2- Take the reading at the depth of the looter. 3- Using 500 lb. increments, take th lowest The results Of the torque probeI if YOU are declaring Wanchors st is 276 inch POundsor check showing 275 inch Pounds or I "WithoUtIesting Note-' Astate-ap ess will- require 5 loot anchors. A. test . Proved lateral, arm Sys flowed at g less a.rldwhere the mobile h requires anchors orneManufacturer may Installer% -initial. ALL TESTS MUST SE PERFORMED BY A LICENSED INSTALLER 'Rate Tested NMI[ Wn Connect all sewer drains to an existing ------------ Connect alp Potable sewer tap or septic tank,' pg independent water s water suPPIY Piping upplV systems_ to an existing water meter, water tap, or other Debrisand organic material removed U Swale Pad other of serve as efStand a- strip 4hstallers initials BB Type. gas PblYurathane, Installed: .Man Floors Yes here X Bottom of ridgebeam Yes X Other: es X Terry L. Rhodes Doctor A SAFER DA� 5 s YIC HIGHWAY SAFETV AND MOTOR VEHICLES TaUahassep_ �aee Parkway norida 32399-0500 r Oliphant ov m r 18, 2 15 Home Pride Inc. 421 Nark Lane P.O. Box 160387 Nashville, Tn. 37216 ii,},w s..,�I'"' �I !i'"' I !i=.� ��i�::,..�� a.. •. �.i, ., :'�,.., � ��'�.; ..;i� ! i•i;'t } � :If: tested,Based on the information submilted to this bureau, the fbIlowing product is li was are provided, Sincerely, McGowanJames JjFFZien1d -S'13�ervices Manager Bureau Dealer Manufactured Housing Section -------------------- serince� ° Integrity ° Courtesy ° Profession ` m ° don = Excellence An Equal Opportunity Employer NOTE: If one or more of the following conditions exist contact a Registered Professional Engineer. • Location is within 1,500' of the coastline. • Pier Height exceeds 48". • Roof eaves exceeds 16". ® Sidewall height exceeds 96". • Length of home exceeds 76', REQUIREMENTS FOR USE 1, The use of the Lock Down Anchoring System requires sidewall vertical ties at no greater than 5'4" on center, 1 Centerline anchors to be sized according to the soil torque conditions, 3. Sidewall anchor loads in excess of 4000 pounds requires a 5' anchor, 4. Sidewall vertical ties can use 4' anchors in soil type 48. Facing the home LEFT CORNER 5, Homes requiring 4 Lock Down Anchor assemblies require the longitudinal and lateral strut on each anchor. All struts must be installed towards the center of the home, Facing the home LEFT CORNER 6. Homes requiring 6 Lock Down Anchor assemblies only require longitudinal struts on the 4 corner positions. The two center positions only require a lateral strut. All struts must be installed towards the center of the home. Facing the home CENTER Facing the home RIGHT CORNER ti Facing the home RIGHT CORNER 7, The placement of the corner systems should be at a sidewall vertical tie that falls no more than 11' and no less than S' from the end of the house on each corner, 1. -.HOMEq� �FR 11 EbT NlJNiBER OF LOCK DOWN ANCHOR ASSEf�BL1E5 NEEDED: Wind Zones 2 & 3 with roof pitch 6/12 or less. • Single or Double section homes 30' to 52 in length (excluding hitch) 4 ® Single or Double section homes greater than 52' to 76' in length (excluding hitch) 6 NOTE: Roof pitches greater than 6/12 will require additional systems, contact Home Pride, Inc. for assistance. NOTE: Homes less than 30'- Lock Down System should not be used. NOTE: Home manufacturers may provide a placement chart for specific models in their installation manual, The manufacturer's placement chart supersedes the chart below. ANCHOR ASSEMBLY PLACEMENT Using 4 Anchor Assemblies Kim Lock 1, Ground Anchor with Strut Attachment Cap 2, Stabilizer 3. Lateral Strut 4. Longitudinal Strut 5. Beam Clamp Assembly Using 6 Anchor Assemblies Lock Down Anchor Assembly Installation Instructions The Ground Anchor with Strut Attachment Cap will take the place of one perimeter anchor and align with a sidewall vertical strap. Install this anchor at a slight angle, not to exceed 15 degrees. This assembly includes a stabilizer plate that is installed with the anchor and attached with a U-bolt and two nuts. The stabilizer plate should be driven into the ground when the anchor is about 2/3 installed, Attach the stabilizer to the anchor shaft using the U-bolt and nuts then complete the install of the anchor until the strut attachment cap is flush to the ground or slightly recessed into the ground, no more than W'. The Strut 5= Attachment Cap should be installed within Y," or flush to the top of the stabilizer plate, - (See illustration to the right,) NOTE: State of Florida allows a 2' pilot holes to be drilled to assist anchor installation in extremely hard soil conditions, if this process is used during installation of the Ground Anchor with Strut Attachment Cap the soil must be placed back in the pilot hole and compacted at 6" intervals, This process should take place when the anchor is 8"-10" from fully installed - allowing room for the soil to be placed back in the pilot hole and properly packed. -l4-0-M—E<"-P R —ID E 2. Once the ground anchor assembly is fully installed, attach longitudinal and lateral struts according to the diagram under anchor assembly placement (page 1j. The lateral arm fasteners are to be installed tightly (nuts and bolts). The Beam Clamp assembly has two holes for the bolt and nut placement. Depending an the width of the beam, the corresponding hole should be used that pushes the front of the metal plate as close as possible to the upright of the beam. See the illustration on page 2, #5, Lateral struts should be installed in line with the center anchor head and attached at the top of the I-beam, Lateral strut angles must fall within 10 degree minimum - 60 degree maximum, Longitudinal strut angles must fall within 10 degree minimum - 50 degree maximum. After the Lock Down Anchor Assemblies have been fully installed and all permiter anchors and straps fully installed and tightened — each strut has 4 self tapping screws that must be installed as the final step. Predrilled holes are provided on the outer strut indicating placement. If the predrilled holes can not be accessed, install the screws as close to the predrilled holes as possible - making sure they are tapping into the inner strut. The Lock Down Anchoring System should only be used for homes in the state of Florida, This anchoring system is not designed, tested or approved for use in any other state, Contact Home Pride Inc. 276-466-0502 or at contactus@hpanchorscom for any questions concering this product, Legacy Engineering listing # 113 PRODUCT WARRANTY Home Pride warrants its Lock Down Anchor System (HP LDS) against defects in workmanship and material at the site of its initial installation, The HP LDS is specifically designed and approved for use in the state of Florida, This product is not approved for use and should not be used outside the State of Florida, This product must not be reused or reinstalled at any other location. if used in violation of this Warranty or not installed in accordance with installation instructions, all written and implied warranties arevoid and disclaimed. HP LDS products which are found to have defects will be replaced or repaired at Home Pride's option. This Express Warranty is limited to replacement of product only and does not cover any labor or installations costs. When the product is replaced, all Warranty rights are extinguished, This Warranty is only to the benefit of the original purchaser and is not transferable. There are no other warranties (express or implied) whatsoever which apply to the HP LDS product or to items that are functionally part of the HP LDS product. Home Pride disclaims any and all other implied warranties, including (but not limited to) warranties of habitability, workmanship, materials and fitness for a particular purpose to the extent allowed by law and any implied warranty that exists despite this disclaimer is limited to a period of one (1) year from the effective date of this Warranty. These limitations shall be enforceable to the extent permitted by law, HP LDS products which are examined and are found not to be defective will be returned to user and all costs associated with examination of the anchor product will be incurred by the user. The user is responsible for all maintenance of the HP LDS product including regular monitoring of stability and integrity of HP LDS products, For a warranty claim, contact your distributor or Home Pride Inc, at 15100 Industrial Park Road, Bristol, Virginia, 24202, HOME PRIDE I I " -= i Sig is ,i: 'I jam. `t;�- .;�i � "'M' �r1i. -i� >1. Y', f'„#,.• i�#'"# i tiol Lit 1,11,11, Figure I Figure 2 Figure 5 Step 1... Laying the Bottom Channel Components A level or plumb line should be used to establish the location of the Bottom Channel, The taller backside of the Bottom Channel should be located directly beneath the outside bottom edge of ,,V — r-1, � '-j , skirting and provide a non-shiffing base for the ground spikes, 9" asphalt roof starter should be installed around the home. The roof starter also reduces the possibility of the vinili 16inLy i wwwo WNW IJUAW r "'I holes (seefigure 2). Spikes are required every 24 inches. ..extra holes are provided in the Bottom Channel component for convenience. Another spike or a drift punch may be used to drive spikes in completely. To allow for expansion, leave a 1/2" gap between each section of the Bottom Channel component. To form clean, attractive corners, the Bottom Channel component can be notched with snips (seefigure 3) an then bent to the desired angle. (Attached to the ground as shown infigut Note: in high wind - yj&w&A im loose from recent excavation and has not yet settled, it is advisable to fasten bottom channel to treated wooden stakes. For installation on concrete, use 3/4" masonry nail instead of ground spike. "Liquid Nail" cement or other similar methods of setting a fastener directly to concrete can also be used. Step 2... Mounting Top Trim Back Components First determine where the Top Trim Back component(s) will mount on the lower part of the home, The bottom edge of the Top Trim Back component can extend below the bottom edge of the home if there is a solid support for nailing and a solid bearing for the Top Trim Front component against the side of the home. It is helpful to mark a line around the bottom of the home with a chalk line or other method to assure a straight line where the Top Trim Back component is to be installed, The Top Trim Back component is installed by driving the fasteners in the middle of every slot (seefigure 5). Do notfasten tightly! (see fastening instructions on front page.) Do not cut Top Trim Back components at the corners. Gently bend over a sharp edge of a cutting table or a similar surface to form a corner (seefigure 6), If the installation is made in extremely cold weather, the vinyl should be warmed to room temperature before bending. Warming will avoid the likelihood of cracking, Step 3... Cutting Top Trim Back Components The Top Trim Back component is constructed with two parallel ridges at intervals below the nailing slots (seefigure7). These ridges may be used to measure the distance from the_�ground to the lower ridge. In cold w4mhavw In warm weather, measure to the bottom ridge. If the ground is level, several panels may be cut at one time using a hand power saw. Remember, if a power saw is to be used, mount afine-toothed blade in reverse position (seefigure 8). Locking the Skirting Panels A snali lock tool is used to punch locking tabs on the outside bottom edge of each skirt- ing panel (seefigure 9). When the panel is installed, it becomes locked in the Bottom Channel comyonent. This feature assures retention of the panel in Note: When installing in a high wind area, you may also punch locking tabs at the top of the panel for added locking strength. Installing the Skirting Panels Panel can be installed by setting into the Bottom Channel and leaning against the top trim back. Lock the next panel as shown in figure 10, Panels should not be cut but bent around corners as shown in figure 11. Fitting Skirting Panels Around Service Connections Cutting and fitting to virtually any shape or radius is easily done with Vinyl Skirting, Using aviation snips, cut the panel to fit around the connection. Cut the panel from the side — not from the top or bottom. Keep snip points open as if cutting cloth to avoid cracking panels. Proper installation of manufactured home skirting requires that the Top Back component be fastened loosely so the panel will slide freely in the nail slots. This can be accomplished by leaving the fastener 1/ 16" to 1/8 " from the face of the panel The fastener must penetrate a solid surface by 3/4". Do not place outdoor cookers near the vinyl skirting because the heat wil I distort the panels. Any heat source LVa.Le.kLzt awtj m t�e zzangls or damage mav occur Figure 11 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10 Step 4... Instafling the Top Thm Front Component The Top Trim Front component(s) installs easily by snapping the top edge of its spring lock into the installed Top Trim Back component. Be sure to push the Top Trim Front component all the way into the TopThm Back component until it 4Snaps" into place. Each of the 15 pieces of the Top Trim Front components in the trim kit are notched 2" on one end (seefigure 12) to permit overlapping. Overlap ends of adjoining Top Trim Front component(s) approximately I ". Cutting Additional Corners If inside comers are needed, trim strips can be easily cut with aviation snips to form attractive corner joints by cutting a 450 mitre on adjacent ends and butting. If extra outside corners are required (for porches or add -on rooms), notch the trim strips as shown (see figure 13), bend around the corner and snap into place. Allow at least 3' of trim strip on each side of the comer, Easy Access Access can be gained at virtually any point by simply lifting the Top Trim Front com- ponent and sliding out the desired number of panels. Accessibility to the area under the unit is available whenever desired, Final Configuration Please review the drawing to the right that shows how the components and skirting panels look after installation is complete. Figure 14 VINYL SKIRTING PROTECTOR V-Guard Installation - (if applicable) Instafling the V-Guard Component V-Quard Vinvi Skirting Protector c Figure 12 Wand Bend T.I,TrImRont Snap In N-Gna,J) __ Bo".. Ch—d snapping the bottom edge of its spring lock into the Bottom Channel component. Be sure to push the V-Guard trim all the way into the Bottom Channel component until it "snaps" into place. (seefigure 14) Cutting additional corners If inside comers are needed, V-Guard trim can be easily cut with aviation snips to form attractive corner joints by cutting a 450 mitre on adjacent ends and butting. If extra outside corners are required (for porches or add -on rooms), notch the V-Guard trim component, bend around the comer and snap into place. Allow at least 3 " of V-Guard component trim on each side of the corner, Style Crest, Inc. 2450 Enterprise St. Fremont, Ohio 43420 STYLECREST 00.,4,,4440 wwwstylecrestproducts.com Printed in USA M Q Copyright 2012 02/12 306133014 INSTR#2021169951 OR BK10413 PG889 Pagel of i 08/11/2021 03:34 PM Rept: 2338198 Rec: 10.00 IDS: OM IT: 0.00 Nikk-i tilvn--- WON NOME OF COMMENCEMENT State of FNXW County of --W4 -IT ft kNoWro kftmwdm Is VmO*d In #4 Movot 4Ctwrmww~ ointodpwat"*nr pmawidentimmounNo12-26-21:QQ2W005w-0000 SMolAftitipc Park- WWM45SIhAWLzZ9h siw 5553 La hI&EI py 49 2, GOWM DkswOoft of IrWo"Mot 3, Oww wxmsom of wma, imioa I on Less" omwootim (w " lfflpowomom' id A— cay at mzxz=� Nmvw at FQ* m"Wia, Aftess CVMVMckm-, IN ej BQ(*6r OIW1025370 maim 9931 Old !:p�k�� FL XR;� CRY Com,0*ejjT*Wphq,00No,: $13-714-1474 AM" of sontc rontp4mm No Tshipho" No,! 7 Pomeas YAW the State of FkwWa dosit;tMed by go aww upon Wwm notices V OOW de. ems MY be Wyed as Ww#idW by $oc"off 713,M)(07), Florwit, stak"ir 'I'moom Nwntww ot 001OV410d f%rson; a 10 *04W to him swl Ifto omw dowwatoo 10 Mot" M CVY of ft LWWS Nbko NO PANIOW hM $00on 713,13(1 Rb). 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